NUMBER

TOTAL
ITEM Excavation OF
VOLUME
FOOTING

C1F3A
1.00 1.20 1.20 1.44 1.00 1.44

C1F2A
1.10 1.30 1.20 1.72 1.00 1.72

C2F3
1.25 1.25 1.20 1.88 3.00 5.63

C2F3A
1.00 1.20 1.20 1.44 2.00 2.88

C2F1
1.30 1.30 1.20 2.03 2.00 4.06

C2F2
1.50 1.50 1.20 2.70 2.00 5.40

C2F2A
1.10 1.30 1.20 1.72 1.00 1.72

WF
0.40 0.60 45.25 10.86
Total Volume 33.69

CONCRETE WORKS
C1F3A
1.00 1.20 0.25 0.30 1.00 0.30

C1F2A
1.10 1.30 0.25 0.36 1.00 0.36

C2F3
1.25 1.25 0.25 0.39 3.00 1.17

C2F3A
1.00 1.20 0.25 0.30 2.00 0.60

C2F1
1.30 1.30 0.30 0.51 2.00 1.01

C2F2
1.50 1.50 0.25 0.56 2.00 1.13

C2F2A
1.10 1.30 0.25 0.36 1.00 0.36

WF
0.40 0.15 45.25 2.72
Total Volume 7.64

33.69
- 7.64
26.05

F4
3.40 3.40 0.40 4.62 2.00 9.25 2.00 9.25

F5
2.60 3.60 0.40 3.74 4.00 14.98 4.00 14.98

F6
3.00 4.00 0.40 4.80 4.00 19.20 4.00 19.20

F7
2.60 2.60 0.35 2.37 4.00 9.46 4.00 9.46

F8
1.90 1.90 0.35 1.26 2.00 2.53 2.00 2.53

F9
2.70 2.70 0.35 2.55 2.00 5.10 2.00 5.10

F10
1.80 1.80 0.35 1.13 2.00 2.27 2.00 2.27

F11
2.00 2.00 0.35 1.40 4.00 5.60 4.00 5.60

TOTAL Err:522 Err:522 68.39

216.70

SUMMARY
steek works ( as per scope 74,304 kls)
28mm 25mm 20mm 16mm 12mm 10mm
footing 1298.63 9412.84 7051.83 516.17
column 14508.11 10783.94 1794.45 9080.40 2106.01
beam 5998.72 16137.04 201.61 1109.21 4739.32
flooring(slab on fill) 4070.17
gutter 1256.82

total 16280.94 27243.31 26232.49 753.67 10699.08 12780.94

Total kgs of RSB 93990.42

concrete works ( as per scope 606 cubic meter )

footing 68.39
column 125.74
beam 174.56
flooring(slab on fill) 167.00
gutter 13.60

total volume 549.28

earthfill ( as per scope 2331 cubic meter )

total volume of implementation 2390.00

masonry ( as per sacope 258 square meter )

toatal area of implementation 373.35
 TOTAL VOLUME NUMBER OF
LENGTH ( m ) ( KGS ) FOOTING
BOTTOM BARS

F1
W L H TRANSVERS 15 20mm 57.00 140.50 3
3.80 5.60 0.45 LONGITUDINAL 16 28mm 89.60 432.88 3
TOP BARS
TRANSVERS 18 20mm 68.40 168.60 3

LONGITUDINAL 11 25mm 61.60 237.25 3

F2 BOTTOM BARS
W L H TRANSVERS 15 20mm 55.50 136.80 11
3.70 5.60 0.45 LONGITUDINAL 16 25mm 89.60 345.09 11
 TOP BARS
TRANSVERS 18 20mm 66.60 164.16 11
LONGITUDINAL 12 25mm 67.20 258.81 11

F3 BOTTOM BARS
W L H TRANSVERS 12 20mm 33.60 82.82064 4
2.80 3.80 0.40 LONGITUDINAL 10 25mm 38.00 146.353438 4

F4 BOTTOM BARS
W L H TRANSVERS 14 25mm 47.60 183.326938 2
3.40 3.40 0.40 LONGITUDINAL 14 25mm 47.60 183.326938 2

F5 BOTTOM BARS
W L H TRANSVERS 10 16mm 26.00 41.015936 4
2.60 3.60 0.40 LONGITUDINAL 14 20mm 50.40 124.23096 4
TOP BARS
TRANSVERS 9 16mm 23.40 36.9143424 4
LONGITUDINAL 9 16mm 32.40 51.1121664 4

F6 BOTTOM BARS
W L H TRANSVERS 15 20mm 45.00 110.9205 4
3.00 4.00 0.40 LONGITUDINAL 12 25mm 48.00 184.8675 4

F7 BOTTOM BARS
W L H TRANSVERS 12 20mm 31.20 76.90488 4
2.60 2.60 0.35 LONGITUDINAL 12 20mm 31.20 76.90488 4

F8 BOTTOM BARS
W L H TRANSVERS 8 20mm 15.20 37.46648 2
1.90 1.90 0.35 LONGITUDINAL 8 20mm 15.20 37.46648 2

F9 BOTTOM BARS
W L H TRANSVERS 12 20mm 32.40 79.86276 2
2.70 2.70 0.35 LONGITUDINAL 12 20mm 32.40 79.86276 2

F10 BOTTOM BARS

W L H TRANSVERS 8 20mm 14.40 35.49456 2
1.80 1.80 0.35 LONGITUDINAL 8 20mm 14.40 35.49456 2

F11 BOTTOM BARS

W L H TRANSVERS 8 20mm 16.00 39.4384 4
2.00 2.00 0.35 LONGITUDINAL 8 20mm 16.00 39.4384 4

TOTAL

3035.00 217.75
3021.00 151.05
279.00 201.4
270.00 167.5
6605.00 4070.166125 117.25
100.7
8140.33 15.3
15.5
23.25
7.75
2.325
1019.775 628.4108

1256.82169875
TOTAL VOLUME
( KGS )

steel area sq.m length ( m ) kgs per 1m

421.4979 28mm 0.000615 1 4.831204
1298.6276352 25mm 0.000491 1 3.85140625
20mm 0.000314 1 2.4649
505.79748 16mm 0.000201 1 1.577536

711.739875 12mm 0.000113 1 0.887364

10mm 0.000079 1 0.616225

1504.82145
3795.946
1805.78574
2846.9595

331.28256
585.41375

366.653875
366.653875

164.063744
496.92384
Level 4
147.6573696
204.4486656

443.682
739.47

307.61952
307.61952 Level 4

74.93296
74.93296

159.72552
159.72552

70.98912
 70.98912

157.7536
157.7536

18279.466699

18,279.4667

TOTAL
 COLUMN STEEL WORKS
TOTAL VOLUME
LENGTH ( m ) ( KGS )
PCS OF RSB TIES

C1 length ( m ) length ( m ) pieces

1.10 0.45 22 10.50 28mm 231.00 1116.01
4 layer
10.50 46 12mm 483.00 428.60

C2
1.00 0.45 20 10.50 28mm 210.00 1014.55
4 layer
10.00 46 12mm 460.00 408.19
 C3
0.70 0.40 16 10.50 25mm 168.00 647.04
4 layer
6.90 46 12mm 317.40 281.65

C4
0.70 0.40 16 10.50 25mm 168.00 647.0363
4 layer
7.20 46 12mm 331.20 293.895

C5
Level 1-3
0.70 0.40 16 7.00 25mm 112 431.3575
4 layer
6.90 35 12mm 241.50 214.2984
Level 4
0.40 0.40 8 3.50 25mm 28.00 107.8394
2 layer
4.20 20 10mm 84.00 51.7629

C6
Level 1-3
0.70 0.40 20 7.00 25mm 140.00 539.1969
4 layer
5.90 35 12mm 206.50 183.2407
Level 4
0.40 0.40 8 3.50 25mm 28.00 107.8394
2 layer
4.20 20 10mm 84.00 51.7629

C7
0.40 0.40 8 10.50 25mm 84.00 323.5181
2 layer
4.20 48 10mm 201.60 124.231

C8
0.35 0.50 12 7.00 20mm 84.00 207.0516
 3 layer
5.00 34 10mm 170.00 104.7583

C9
0.40 0.60 16 7.00 25mm 112.00 431.3575
4 layer
7.00 34 10mm 238.00 146.6616

C10
0.40 0.40 16 10.50 20mm 168.00 414.1032
4 layer
6.00 46 10mm 276.00 170.0781

C11
0.40 0.40 8 7.00 20mm 56.00 138.0344
2 layer
4.20 34 10mm 142.80 87.99693
TOTAL

SUM OF FOOTING & COLUMN

TIE WIRE

28968.92
 BEAM STEEL WORK
NUMBER reinforcing
TOTAL VOLUME (
OF
KGS )
COLUMN
item span support midspan

top bottom top

3 3,348.02 B1
15.5925
0.350 0.450 5.00 4
3 1,285.79 2
2

11 11,160.08
51.975 B2
11 4,490.06 0.250 0.500 5.00 4
3
 3
4 2,588.15
11.76
4 1,126.60 B2
0.250 0.500 4.00 4
3
2 1,294.07 3
5.88
2 587.79
B3
0.300 0.450 6.175 4
2
4 1,725.43 7.84 2

4 857.19
B4
4 431.36 0.350 0.450 6.175 5
2.24 3
4 207.05 3

B4
4 2,156.79 0.350 0.450 6.00 5
3
4 732.96 7.84 3

4 431.36
B5
4 207.05 0.350 0.450 5.00 4
2.24 3
3
4 1,294.07
6.72
4 496.92 B6
0.300 0.450 6.00 4
2
2 414.10 2
2.45
 2.45
2 209.52
B6
0.300 0.450 4.00 4
2 862.72 2
3.36 2
2 293.32

B7
2 828.21 0.350 0.600 3.725 7
3.36 3
2 340.16 3

4 552.14 B8
4.48 0.300 0.600 6.175 5
4 351.99 2
38,272.90 2

30,771.42
G & COLUMN 49,050.89 125.7375 B8
65.00 0.300 0.600 6.00 5
49,115.89 2
2

B9
0.400 0.600 6.00 7
3
3

B10
0.300 0.500 10.00 6
3
3

B11
0.350 0.600 10.00 7
3
3

B12
0.300 0.450 4.00 4
2
2

B13
0.350 0.450 5.175 6
3
3

B14
0.350 0.600 4.00 8
3
3

B15
0.300 0.600 3.675 6
3
3

B16
0.350 0.500 7.75 6
3
3

B17
0.400 0.600 7.75 7
3
3

CB1
0.350 0.600 4.00 6
0.350 0.500 2
4

CB2
0.400 0.650 4.00 7
0.400 0.500 3
5

RCB1
0.350 0.600 2.900 5
0.350 0.450 2

RCB2
0.400 0.650 2.90 7
0.400 0.450 3
 RCB3
0.450 0.650 2.00 7
0.450 0.500 2

RB1
0.250 0.450 4.00 4
3
3

RB1
0.250 0.450 10.00 4
3
3

RB2
0.350 0.400 5.00 4
2
2

RB3
0.300 0.450 6.00 4
2
2

RB4
0.400 0.650 5.20 6
4
3

RB5
0.450 0.650 6.20 8
6
3

RB6
0.300 0.400 30.00 4
2
2

FTB1
0.300 0.400 5.00 5
3

FTB1
0.300 0.400 6.00 5
3

FTB1
0.300 0.400 4.00 5
3

FTB2
0.350 0.400 6.00 6
3

FTB2
0.350 0.400 7.75 6
3

FTB2
0.350 0.400 10.00 6
3

FTB2
0.350 0.400 8.25 6
3

FTB2
0.350 0.400 4.00 6
3

FTB3
0.350 0.450 6.00 6
3
 FTB4
0.350 0.600 6.50 6
3

FTB5
0.400 0.650 5.50 6
3
M STEEL WORKS
reinforcing bars stirrups total volume kgs
midspan volume size volume
Total size length
pcs pcs rsb stirrups
length ( mm ) kgs (m) kgs
bottom ( mm )
(m)

31.00 20 76.41 18 1.60 10 31.00 30.56 1375.41 550.17

35.50 16 56.00 2 1.50 10 29.00 26.81 112.01 53.61

 35.50 16 56.00 2 1.50 10 29.00 26.81 112.01 53.61

28.40 16 44.80 2 1.50 10 24.00 22.18 89.60 44.37

4

38.26 20 94.31 1 1.50 10 35.00 32.35 94.31 32.35

4

46.91 20 115.63 2 1.60 10 36.00 35.49 231.26 70.99

4

48.60 20 119.79 3 1.60 10 36.00 35.49 359.38 106.48

4

35.50 20 87.50 2 1.60 10 34.00 33.52 175.01 67.05

4

33.60 20 82.82 1 1.50 10 34.00 31.43 82.82 31.43

 33.60 20 82.82 1 1.50 10 34.00 31.43 82.82 31.43
3

22.40 20 55.21 2 1.50 10 24.00 22.18 110.43 44.37

3

27.35 20 67.42 2 1.90 10 23.00 26.93 134.83 53.86

4

41.34 25 159.22 2 1.80 10 33.00 36.60 318.43 73.21

4

40.20 25 154.83 1 1.80 10 32.00 35.49 154.83 35.49

4

58.80 25 226.46 2 2.00 10 48.00 59.16 452.93 118.32

6

87.00 20 214.45 1 1.60 10 54.00 53.24 214.45 53.24

5

110.00 20 271.14 1 1.90 10 54.00 63.22 271.14 63.22

8

22.40 20 55.21 2 1.50 10 24.00 22.18 110.43 44.37

3
 41.89 20 103.25 2 1.60 10 36.00 35.49 206.51 70.99
4

45.20 20 111.41 2 1.90 10 26.00 30.44 222.83 60.88

6

31.94 20 78.73 2 1.80 10 21.00 23.29 157.46 46.59

5

62.79 20 154.77 2 1.70 10 48.00 50.28 309.54 100.57

4

90.09 25 346.97 2 2.00 10 47.00 57.93 693.95 115.85

9

46.00 25 177.16 2 1.90 10 29.00 33.95 354.33 67.91

2

44.00 25 169.46 1 2.10 10 29.00 37.53 169.46 37.53

3

21.00 25 80.88 2 1.90 10 21.00 24.59 161.76 49.17

29.00 25 111.69 1 2.10 10 21.00 27.18 111.69 27.18

 29.00 25 111.69 1 2.10 10 21.00 27.18 111.69 27.18

18.00 25 69.33 16 2.20 12 16.00 31.24 1109.21 499.76

28.40 16 0.00 2 1.40 10 28.00 24.16 0.00 48.31

4

71.00 16 0.00 1 1.40 10 68.00 58.66 0.00 58.66

4

24.80 20 61.13 20 1.50 10 26.00 24.03 1222.59 480.66

4

31.00 20 76.41 10 1.50 10 32.00 29.58 764.12 295.79

4

44.72 25 172.23 2 2.10 10 27.00 34.94 344.47 69.88

4

65.72 25 253.11 2 2.20 10 37.00 50.16 506.23 100.32

4

186.00 20 458.47 10 1.40 10 32.00 0.00 4584.71 0.00

4
40.00 20 98.60 22 1.40 10 29.00 25.02 2169.11 550.41

48.00 20 118.32 1 1.40 10 34.00 29.33 118.32 29.33

32.00 20 78.88 4 1.40 10 24.00 20.71 315.51 82.82

54.00 20 133.10 5 1.50 10 34.00 31.43 665.52 157.14

69.75 20 171.93 2 1.50 10 43.00 39.75 343.85 79.49

90.00 20 221.84 1 1.50 10 54.00 49.91 221.84 49.91

74.25 20 183.02 2 1.50 10 45.00 41.60 366.04 83.19

36.00 20 88.74 6 1.50 10 24.00 22.18 532.42 133.10

54.00 20 133.10 5 1.60 10 34.00 33.52 665.52 167.61

54.00 20 133.10 5 1.60 10 34.00 33.52 665.52 167.61

58.50 25 225.31 6 1.90 10 32.00 37.47 1351.84 224.80

49.50 25 190.64 2 2.10 10 42.00 54.35 381.29 108.70

22337.37 5239.09
14.175

1.25
 1.25

0.833625

1.945125

2.835

1.575

0.81
 0.81

1.08

1.5645

2.223

1.08

2.88

1.5

2.1

1.08

1.630125
1.630125

1.68

1.323

2.7125

3.72

1.68

1.04

1.218

0.754
0.754

9.36

0.9

1.125

14

8.1

2.704

3.627

36

13.2
13.2

0.72

1.92

4.2

2.17

1.4

2.31

3.36

4.725
 4.725

8.19

2.86

174.5599